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— f'ER�=ORATED "
<br /> . . .-r:---�_ __ � LATERA�S
<br /> ,�,;` . . ---,.... _ _- _.._ _--- -
<br /> SANDY LOAM COIL � ����� �'_ -=-_ � �`r _ - .
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<br /> �'�-t i� .:�:
<br /> �AYER OF STRAW OR �_. �� � � ''%=�' �"�' / >%'� �
<br /> MARSH HAY COVERED � �"���.%�ti`;��'� ' :�
<br /> WITH RED ROSIN Pl�PER � -'��'� �=,�,`� , �, r.
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<br /> � �� — 2 � �� , ..,r;� �� /i ,'��n� .% ' i ,�
<br /> CLEAN f�OCK -- � �, -,: .��.,, ,, � "� �,� �
<br /> ' Y"�, ,� OIVE�SIGN FC�R
<br /> . - .. � ..�����'��;>�� �� i ,,�,� rvo�s; �J SuRFACE WATER
<br /> .., -;
<br /> 6 TO P S01 L �/�_,��` '� ��' � �j �' �/�✓ I. SELECT l5 I�vEL A SiTE AS PO`�tBIE FOR THE t.A�t:ND.
<br /> / -�% �-.i/ � � - � 2. f2FM0�/E EJ�CESS vEGETATION. Pl0'N', DISK OR t15(NG 6A.,K.`+OE �+�ER TEETH,
<br /> � I �L �j,r`� ' � ROUGi+EJJ TtiE E `AiL 6 t4Cr;E5 DF�P DO Ttt15 Ot�My �F TF¢ MOISTURE
<br /> • CON7ENT IS 1E55 THt.N Tl-rE PlASTIG LiMi7 (S71L IS PtASTIC Ir�T C:.N BE i�OLt-FD
<br /> ♦. . �•` ' � � .� . � � � INTO AN �/e INCH sviRE).DO NOT FEMOvE ANY � TNE SU4FACE �O�L. MOVND
<br /> -r / ,n; �,,��;% �� / „'' ,�Fd=pRMa�KE ON CLAY SOtL DEP£NCTS ON EX Tr�rEnnE CAR.E TO �cZ'ENT CC}h�'aC�IOtV
<br /> _ , �`� ��'.,�i/ ; � AND PUDDLING OF TNE CLAY pVRiNG COrtSTRUCI"ION. DO NUT .5E !-�`�]VY (AhSTRVC-
<br /> r -�'-� � ION EQUIPMEh1T ANO DO NOT COt�t51RUCT TIiE MOiJND wNEN THE CLQY SOi� IS
<br /> �'�1 „'-~�^1:.�--�` �" '`f� � �� � / �� % IN A PlASTIC Ii�NDITION.
<br /> a� ''.�',=r--_�— ..1,�'"�'�.:,' � %:'
<br /> �.�._„ � �� •' � 3. ttSE ON�Y TRACK-TYPE EQUIPF�T�T FpR CONSTRUCTING TIiE bq�JND 50 AS NOT
<br /> r��.: �z ,� i - _ �. �
<br /> ~��. 'S'-r � � �: /� � ��� TO CG1�tPACT THE ORtGlt1AL SO�L.
<br /> v` Q�
<br /> `. ' -1'� -- l�tZ-���- . _-_,-��'� _ �v � � �qX� I �� 4. THER£ MUST BE AT LEAST 2 FEET OF NATURAL CR f1LL SOiL Nt�v;NG A Pt�tCd�1-
<br /> j,_ 'V�� �_` ,�, `=l,- " � ' � , T10N RGTE NO S�f.`WER ThiAN !20 M�NUTFS PER INpi AND NO F�ISTER TFi4N S
<br /> � MIkUTES PER iNCH,P,EFI�RE PL/1CItiG iNE I.AYE.� Of C�EJLN SWJD
<br /> ��. � � �- � `��-�'r� I,� . - r � .+ ` 5. TNE 12 INCM LA`!ER OF � `.�"F� IS PART OF THE My�UtJD COFvSTRIK.TION. SA.^!D
<br /> � S I Oh��"�� l `-.+ � J � .� . . , �`� � IS CGNSIDEREO Ci_EAN Ir IT CAN FXSS THE"Fi.'t11 T JAR TCST FDR CANCRE'E SUaO.
<br /> C�� � r�` '� _ - _ `� ' ��'� :, } -�' & 7HE TCP OF THE �LfAN aANO LAYER AND THE 70?OF THE RO(.l( E�c� IAUST 8E
<br /> q -� ,v�,4,,,� �� � ', 4� ;�� CONSTRUCTFD IEVFL.
<br /> SANp � � ! � 1.�`Yy 3G�� �*� `' �y y OIS7RIBUTION PIPES N�E I�/2-!NCH DiAMETER SF�.1:.ED 40 INCHES ON CENTER
<br /> FI�� SOD `�`�V —_ . ���, ,I,` ,`,�;• AND NNNKIED TO A MUNiFOLD IN THE CENTER Of THE ROCK BED. PIPES HAvE
<br /> � / -It1CH PEh'FORaTI0N5 DRiLLED EVERY 36 IP+CHES AND PO�NTING DOwNwARO.
<br /> B'R�KE�AYER � _:�� �'?�=?'1� `�'\' :''_8. NlI�NE INCHES�OF RBpCK ARcvPLACF� U��?ER T�E PERFOR.4TE0 LATERALS AND 2
<br /> Uh _ � _ _� ` INCHES A60vE FOR A TOTAL ROCK OEPTH OF 12 INCHES.
<br /> ��� ' �9. TNE ROCK i5 FiRST COvERf_D WITH A LAYER OF HAY OR STRAW WH�CH 5 T}iFJJ i
<br /> SARRATUR� ~`-_t�~ C0�'CHEO WITM A LAYER OF RED �tO51N PAPER LAFY'ED 6 INCHES AT TNE SEAMS.
<br /> f�� �� IQ AT LEAST b INCHES Of LOQ�+tY SAND SHOULD BE PLACED CVER THE TOP OF iNE
<br /> ROCK BEO.
<br /> n`,�, I I. A 6-INCH LAYER OF TOP 501� SNOUID BE PLACEO OvER THE EldTiRE MOUND 50
<br /> i�1`� THAT A GFiASS COvER CA1r BE 6TABUSHED.
<br /> �12. CRO'�^/N THE SOIL C^vVER AT LEAST 6 INCHES IN THE CENTER Of THE MOUND
<br /> ASOVE THE ROCK L4YER 50 THAT HEAVY RAfN WtLL RUN Off.
<br /> 13. SipE 51_OPES OF THE �IKES SHOUtD BE NO STEEPER THAN 4 1 ON CLAY 501�5
<br /> AND 3�1 ON SANDY SOILS.
<br /> t4. Du.1E�-�4,-i�EW6T+�--O�-Z�-ROCK-IAYER,OEPENDS ON TttE A�QUN7 OF OA�LY �
<br /> SEwAGE--f .3y+-k5Ef-�-.l91£).
<br /> 15 MAXIktUM EFFLUENT DOSE PER PUMP CVC�E SHOULD BE NO MORE THE TABLE �
<br /> r vALUES.
<br /> 15. MtNIMUM PUMPING RATE �S SHOWN IN TABLE. PUMPING HEAD MUST BE
<br /> ADEOUATE TO OvERCOME ELEvATION DtFG'ERENCE, FRICT�ON LO55 PLUS 5 FEET
<br /> FOR PERFORATED LATER4L5.
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